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HomeMy WebLinkAboutWWP2703278.3MATERIALS (REFERENCE SHEETS 5 THROUGH 8) Q SUBMERSIBLE PUMP - 4, 25 HP, 480V, 3 PHASE, 650 GPM @ 82' TDH , FLYGT MODEL NP3171 (ONE PUMP WITH RECIRCULATION / FLUSHING VALVE), WITH 256 mm IMPELLER, PROVIDE SS LIFTING CHAINS FOR EACH PUMP, (PROVIDE INITIAL PUMP WITH 224mm IMPELLER 350 GPM @ 67' TDH,) Q 4' FL QUICK DISCONNECT PUMP BASE AND DISCHARGE ELBOW, FASTEN TO CONCRETE BOTTOM SLAB WITH 3/4' SS ALLTHREAD AND HILTI HY150, Q3 6' FL x FL DI PIPE - LENGTH AS REQUIRED, EPDXY PRIME AND FINISH COAT, ®6x6'FL90ELL 5� 6' FL x PE DI PIPE W/ WALL RING - LENGTH AS REQUIRED, EPDXY PRIME AND FINISH COAT IN WETWELL AND VAULT, © 6' MJ SLEEVE Q 6' FL CHECK VALVE WITH LEVER & WEIGHT (M&H MODEL NO, 159), FUSION BONDED EPDXY COATED INSIDE AND OUT. ® 6' FL x FL DI PIPE - 2'-0, EPDXY PRIME AND FINISH COAT, Q 6' FL PLUG VALVE WITH ❑P NUT (M&H 1820), PROVIDE ONE OP HANDLE. FUSION BONDED EPDXY COATED INSIDE AND OUT, 10 6' FL 45 ELL 11 6' FL TRUE WYE 6' FL MAGNETIC FLOW METER W/ 30' CABLE - REMOTE MOUNT READOUT DEVICE IN RTU SECTION OF MCC, SIGNAL CONVERTER INCLUDES INDICATOR, TOTALIZER, AND PROVIDES 4-20mA AND SCALED DIGITAL PULSE OUTPUTS, (SIEMENS MODEL NO. MAG3100W/5000). Q (DELETED,) ® 6' FL x PE DI PIPE - LENGTH AS REQUIRED - EPDXY PRIME AND FINISH COATS, © 10' FL x PE DI PIPE - LENGTH AS REQUIRED, 450 BEVEL ON PE - EPDXY PRIME AND FINISH COATS, ® 10' FL TEE - INSIDE DROP CONN © 10' FL x PE DI PIPE - EPDXY PRIME AND COAT INSIDE WETWELL, 10' FL GATE VALVE - RESILIENT SEAT - WITH VALVE BOX CAST INTO TOP SLAB AND GALVANIZED ❑P NUT EXTENSION WITH TWO INTERMEDIATE SUPPORT BRACKETS (M&H MODEL NO. 4067-13). ® 10' SEWER, BY OTHERS. SUMP PUMP 1/2 HP, 120V, 1 PH. SEE SHT 11 NOTE 9. © 1 1/2 PVC DISCHARGE LINE WITH CHECK VALVE, ISOLATION VALVE, AND DISASSEMBLY UNION. SCH 40 I,S,j SCH 80 U.G, PROVIDE DROP PIPE INSIDE WETWELL WITH SS STRAP, ® 8' PVC SCH 40 VENT LINE ® 6' SS GOOSENECK WITH SCREENED END AND 12' SQUARE BOTTOM FLANGE, PROVIDE 16' SQUARE x 1' THICK CONCRETE BASE, COVER 8' PVC VENT STUB -UP AND FASTEN TO BASE SLAB, ® UNIHOIST CORE MOUNT SLEEVE TO MATCH CITY OF RENTON MAN -REMOVAL EQUIPMENT (MODEL NO. ZX 10109 WITH MODEL ZX 10552 CAP). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ® 16' WIDE ALUMINUM LADDER WITH 2' x 3/8' SIDE RAILS - LENGTH AS REQUIRED, FURNISH BILCO ALUMINUM LADDER -UP, ® ROLL -OUT SAFETY NET (SAFE APPROACH MODEL 121), Q 14' WIDE FRP RETRACTABLE LADDER TO LOWER LEVEL - LENGTH AS REQUIRED FROM DECK TO FILLET LEVEL, 2' x 1/4' SQ FRP TUBING SIDE RAILS AND 1 3/8" FRP TUBING RUNGS PER F,E, DESIGN. PROVIDE 4 S,S. GUIDES AND 1 S.S. HANGAR, ALL WITH S,S, ANCHORS, FILLET SHALL HAVE LEVEL AREA AT BASE OF LADDER TO ACCOMODATE MAINTENANCE WORKER ACCESS TO LOWER WETWELL, ® 4' x 6' ALUMINUM DOUBLE -LEAF HATCH, H-20 RATED, GASKETED, WITH RECESSED PADLOCK PROVISIONS, AND SPRING -ASSIST OPENING. (LW PRODUCTS) PROVIDE SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH, ALL HARDWARE & FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE PVC DRAIN TO SUMP, ® VALVE VAULT WITH ALUMINUM HATCH (SEE ITEM ®) CAST IN TOP SLAB. SET TO FINISH GRADE, PROVIDE 18' MIN. (LS, DIM,) SUMP x 18" DEEP WITH MINIMUM 6' REINFORCED WALL, SEAL BETWEEN SUMP AND VAULT WITH JOINT MASTIC AS USED IN VAULT JOINTS. (UTILITY VAULT MODEL NO, 810-LA), REFER TO PAINTING SCHEDULE FOR COATINGS, 26' DIAMETER WETWELL: FLAT SLAB TOP AT FINISH GRADE - H-20 RATED WITH ALUMINUM HATCH (ITEM ®) CAST IN. REFER TO PAINTING SCHEDULE FOR COATINGS, ELECTRICAL HANDHOLE - SET FLUSH TO GRADE, PROVIDE ONE FOR CONTROL WIRING AND ONE FOR POWER WIRING, (UTILITY VAULT MODEL NO. 233LA WITH NO, 23-2436P COVER,) MARK COVERS 'POWER' AND 'CONTROL,' PROVIDE TOPPING TO BOTTOM SLAB FOR DRAINAGE INTO WETWELL TO PREVENT FLOODING, ® MOTOR CONTROL CENTER - SEE ELECTRICAL DRAWINGS, .6FE_•JEFGN,INc. ...�5 -- NTs ,�,°,m"„�{,„ CITY OF RENTON Plonninq/80dip/Pubicc Works Dept. WEDGEWOODLIFT STATION I 9-1-06 5401 _NE _10THST. �— 41 MATERIALS LIST LP 9-1-06 GW LP 8-1-05 GW '"'Eu_sr,Fus :qe LP s-25-0� G'N a. _ us .f—� -� •re�eY es A..e..o GENERAL AND SPECIAL NOTES TO CONSTRUCTION Ql (DELETED.) © CITY OF RENTON TO PERFORM CONSTRUCTION INSPECTIONS AS REQUIRED PER CITY OF RENTON STANDARDS, (3) H-20 RATINGI ALL STRUCTURES, MANHOLES, VAULTS, HANDHOLES, LIDS, COVERS, AND ACCESS HATCHES INSTALLED ON THIS PROJECT SHALL BE H-20 TRAFFIC RATED, ® FORCE MAIN TO HAVE POSITIVE SLOPE AWAY FROM VALVE VAULT FOR FULL LENGTH OF FORCEMAIN. Q WETWELL ISOLATION VALVE--10' FL RESILIENT SEAT GATE VALVE WITH OPERATOR EXTENSION --TO WITHIN 3' OF GRADE, PROVIDE VALVE BOX IN TOP SLAB. 6Q 8' SCH, 40 PVC WETWELL VENT, TERMINATE AT GRADE WITH 8' SS RISER AND SCREENED END GOOSENECK, SECURE 6' SS TO CONCRETE COLLAR. FINISH COLLAR 6' ABOVE GRADE, 8 YAGI ANTENNA ON 2 1/2' GALVANIZED PIPE MAST (12') WITH LADDER BRACKET, REDUCE TO 1' GALVANIZED FOR ANTENNA MOUNT. MCC ON 3'-9' x LENGTH AS REQUIRED x 1' CONCRETE PAD, #4 REINF @ 12' EW, 4' ABOVE GRADE, 9D 1 1/2 SUMP PUMP DISCHARGE LINE--(SCH, 40 PVC I.S, VAULT) WITH CHECK VALVE, UNION, & ISOLATION VALVE (SCH, 80 PVC OS. VAULT), T ©0 4' DIA. GALV, PIPE BOLLARD - 3' BURY - 3' ABOVE GRADE, PAINT SAFETY YELLOW, lQ AREA INSIDE ELECTRICAL HANDHOLES AND WETWELL REQUIRES EXPLOSION -PROOF ELECTRICAL WIRING AND EQUIPMENT PER ELECTRICAL CODE, COS �2 ALL FLANGED CONNECTIONS IN WETWELL TO HAVE S.S. FASTENERS. ® ALL WIRE TO BE COPPER CONDUCTOR, INSULATION TO BE SUITABLE TO APPLICATION PER NEC, a A�13166 4 W �y011 ® SUBMITTAL INFORMATION FOR EQUIPMENT SHALL BE PROVIDED TO THE CITY OF RENTON FOR THEIR REVIEW AND APPROVAL, AL ® DUCTILE IRON PIPE TO BE CLASS 52 WITH DUCTILE IRON FITTINGS, IRES 7-2_6-og ©PROVIDE PADLOCKS FOR HATCHES TO MATCH EXISTING CITY SECURITY SYSTEM. i© PRESSURE TEST FORCEMAIN AT 150 PSI. PRESSURE TEST PIPE AND FITTINGS WITHIN VALVE VAULT AND WETWELL. ITEM COATING PIPING IN WETWELL SSPC-SP-10 (WHITE BLAST), COLOR 'GRAY -WHITE' 2 COATS TNEMEC SERIES 66 HI -BUILD EPDXOLINE, 3-5 mil DFT (EACH COAT), INTERIOR OF WETWELL COAT WITH RAVEN 405 EPDXY WITH A-10 PRIMER TO ELEV, 412', SURFACES ABOVE ELEV, 412' TO BE COATED WITH WASSER COATING PER CITY OF RENTON MANHOLE STANDARDS, PIPING IN OVERFLOW STRUCTURE SSPC-SP-10 (WHITE BLAST), COLOR 'GRAY -WHITE' 2 COATS TNEMEC SERIES 66 HI -BUILD EPDXOLINE. 3-5 mil DFT (EACH COAT), INTERIOR OF OVERFLOW STRUCTURE ALL SURFACES TO BE COATED W/ WASSER COATING PER CITY OF RENTON MANHOLE STANDARDS, EXTERIOR OF OVERFLOW STRUCTURE TWO COATS SONNEBORNE HLM 5000. EXTERIOR OF VALVE VAULT TWO COATS SONNEBORNE HLM 5000, PIPING IN VALVE VAULT SSPC-SP-6 (COMMERCIAL BLAST), COLOR 'NEAR BLACK.' 2 COATS TNEMEC SERIES 66 HI -BUILD EPDXOLINE. 3-5 mil DFT (EACH COAT). INTERIOR OF VALVE VAULT ONE COAT SERIES 66, 4-6 ails DFT. 1 COAT 73 URETHANE, 3-5 mils. WALLS AND CEILING ONLY, CITY OF RENTON TO DEVELOP A COLOR SCHEDULE FOR PAINTED ITEMS. Q 3 SETS OF OPERATION & MAINTENANCE MANUALS TO BE PROVIDED. STARTUP AND TRAINING OPERATION TO BE PERFORMED IN THE PRESENCE OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. zi ONE SET OF AS -CONSTRUCTED DRAWINGS TO BE PROVIDED TO CITY OFF RENTON ENGINEERING DEPARTMENT, ® LIFT STATION STARTUP AND TESTING SHALL BE PERFORMED BY CONTRACTOR TO DEMONSTRATE FULL OPERATION OF FACILITY BEFORE ACCEPTANCE BY THE CITY OF RENTON, ® POLE -MOUNTED YARD LIGHT --PROVIDE BASE PER MANUFACTURER'S REQUIREMENTS, SEE ELECTRICAL DRAWING, ® CONNECT 3/4' CU WATER SERVICE TO PROPERTY LINE, ® INSULATED HOT BOX, HOTBOX (MFR) MODEL HB 075, FOR WATER SERVICE BACKFLOW PREVENTER ON 28'x20'x8' CONCRETE PAD #4 REINF. @ 12, E,W„ 2' ABOVE GRADE. PROVIDE DEDICATED RECEPTACLE AND HEAT TAPE. ---- -- -- ------�-- ! E•_OES9JNG. N's xa '�.�w. CITY OF ',,. WE DGEWOOD_LIFT-STATION l..:;, °s 2 AS -BUILT LP 9-1_06 GW Y -SR��5 ;wr DESIGN REVIEW LP e-1-05 GW _s,s RENTON _ 5ao1 _NE..1oTHST.-- 0 ORIGINAL ISSUE LP 5-25-05 GW as 'e W'p oEH� s Ews I Planning/BuMlnq/PubOc Wake Dept 1 + 1 2 •"'"""°" SITE PLAN NOTES NO. REVISION BY DATE APPR •�r ENGINEEAINI.INc. MATERIALS CONT'D (REFERENCE SHEETS 5 THROUGH 8) ® 7'6 x 7'0 ALUMINUM DOUBLE -LEAF HATCH, H-20 RATED, GASKETED, WITH RECESSED PADLOCK PROVISIONS, AND SPRING -ASSIST OPENING, (LW PRODUCTS) PROVIDE STAINLESS STEEL SAFETY CHAIN AT EACH OPEN END OF ACCESS HATCH, ALL HARDWARE & FASTENERS IN WETWELL SHALL BE TYPE 316 STAINLESS STEEL, ® 3/4" x 50' HOSE, ADJUSTABLE BRASS NOZZLE, AND GALVANIZED HANGER RACK, ® 0-60 PSI PRESSURE GAUGE WITH DIAPHRAGM SEAL AND ISOLATION VALVE, PROVIDE COPPER PIPING WITH ISOLATION VALVE TO CONNECTION POINTS ON DISCHARGE PIPING. ® CONCRETE THRUST WALL - #4 @ 12' E.W. 1'0' MIN, THICKNESS, f'c 3KSI, 4 - #4 DOWELLS WITH HY150 HILTI TO VAULT, Q 6' STAND -ON (MODEL NO. S92) PIPE SUPPORT, FASTEN TO FLOOR SLAB, 6' PVC PIPE STILLING WELL FOR TRANSDUCER - BEVEL TO FIT FILLET SLOPE, ATTACH BACKUP FLOATS (ANCHOR SCIENTIC MODEL S50NO) TO STILLING WELL WITH S,S, CLAMPS. PROVIDE FIBERGLASS UNISTRUT ATTACHED VERTICALLY TO HANDRAIL, CLAMP FLOAT TO STRUT WITH STAINLESS STEEL CLAMPS. ® FIBERGLASS DECKING: DOUBLE 8 x 2 1/4' CHANNEL SUPPORT MEMBERS AND 1 1/2' GRIT SURFACED GRATING - ALL GRAY IN COLOR. 1/2' S,S, ANCHORS, (PER FINISHED EDGE (MFG) DETAIL,) SUPPORT 8' CHANNELS WITH ANGLE CLIPS AT INTERIOR WETWELL WALLS, Q EXPLOSION -PROOF LIGHT - 20OW - SEE ELECTRICAL DETAILS. (APPLETON MODEL NO, AAU15N) (p PROVIDE 42' HIGH FIBERGLASS SAFETY RAIL WITH 6' KICK PLATE, 2' OPENING FOR ACCESS TO LOWER LADDER, REMOVABLE 1/4' SS, CHAIN WITH EYES AND SNAPHOOKS AT 36' ABOVE GRATING FOR FALL PROTECTION, ATTACH END OF GRATING AND AT ACCESS TO LOWER LADDER, ATTACH WALL - ENDS OF OPENING TO STORAGE AREA <3 PLACES), PROVIDE E-W BRACE TO CAISSON WALL AT FREE END. ® PROVIDE CONCRETE FILLET. SLOPE AS INDICATED TO TRANSFER PUMP. T. ® 2' S,S, SCH 40 GUIDE RAILS, ® FIBERGLASS UNISTRUT USED AS FLOAT HANGAR BRACKET, ® _ ® FRP LADDER, 2' SQ SIDE RAILS, 1 3/8' TUBING RUNGS, & FRP CLIPS W/ S.S. HARDWARE, FURNISH BILCO ALUMINUM LADDER -UP, ® (DELETED.) © 6' FL COUPLING ADAPTER WITH TWO ANCHOR PINS, ® (DELETED,) ® SUBMERSIBLE PUMP - 4", 2.2 HP, 480V, 3 PHASE, 400 GPM @ 11' TDH , FLYGT MODEL NP3085-463X WITH 136 mm IMPELLER. PROVIDE FLYGT GRIP EYE SYSTEM, 4' FL QUICK DISCONNECT PUMP BASE AND DISCHARGE ELBOW, FASTEN TO CONCRETE BOTTOM SLAB WITH 3/4' SS ALLTHREAD AND HILTI HY150, (DELETED.) ® (DELETED,) ® ALL BACKFILL AROUND VAULT AND WETWELL STRUCTURE TO BE COMPACTED TO 95%, ® ALL FASTENING HARDWARE IN WETWELL AND STORAGE WELL TO BE 316 STAINLESS STEEL. ® (DELETED,) ® 4' SCH 40 PVC PIPE - LENGTH AS REQUIRED, ® 4' SOCKET x SOCKET SCH 40 PVC 90 ELL ® 4' SCH 40 PVC PIPE - LENGTH AS REQUIRED. 450BEVEL ❑N PE, ® (DELETED,) >d POLY MANHOLE RUNGS FROM ELEV. 415' TO 1' ABOVE FILLET. © HAND FORMED DEFLECTOR RIDGES TO ASSIST EQUAL DISTRIBUTION OF FLOW TO J BOTH PUMPS, w� 1 �S�d1�1Ai, EXPIRES 71 — Z-G -00 (DELETED.) (DELETED.) 8.32�b10 _ �ESiGN.INO. NTS ar CITY OF RENTON i Plannkq/Bu"ng/Public Works Dept. oE1a-5� 5 z AS -BUILT LP 9-1-06 GW i DESIGN REVIEW LP B-1-OS Gw w �rsTEMS ' axvo 0 RIGINAL ISSUE LP 5-25-OS GW 7o I CEu_ EMS I `N2_ENGINEE'i ING,,NC.' :� •was ev ew NO. -- REVISION BY DATE APPR AB-- 5 -3ZN I D WEDGEWOOD LIFT STATION c-1-o6 5401_NE _10TH ST. MATERIALS- LISTCONTINUED 1-11 11 EXPIRES No. I REVISM